Stormwater Atlas

Ohio Department of Transportation (ODOT)

Location & Design Manual, Volume 2 — Drainage Design

StateDOTOhiomediumNeeds reviewCitations verified

This extraction is flagged for quality review.

Compare each cited field to the official PDF before relying on it. What this means

Heuristic agency extract from prepared text. ODOT Location & Design Manual Volume 2 Drainage Design (July 2022 archive PDF; live manual is web)

Document Metadata

Jurisdiction level
State

No evidence cited

State
Ohio

No evidence cited

Version / edition
July 2022

No evidence cited

Adoption / effective date
Not found in document

No evidence cited

Last revised date
Not found in document

No evidence cited

Relationship to state manual
independent

No evidence cited

Design Criteria

Design storm return periods (years)
2-year, 5-year, 10-year, 25-year, 50-year, 100-year, 500-year

atory standard also referred to as the "100-year flood" or the “1% AEP flood.” The base flood is the national standard used by t

Water quality volume method
Water Quality Volume WSE Water Surface Elevation Reference Documents AASHTO Model Drainage Manual (2005) AASHTO Drainage Manual Volume 1 - Policy (2014) Highway Hydrology (FHWA Hydraulic Design Series No

Water Quality Volume WSE Water Surface Elevation Reference Documents AASHTO Model Drainage Manual (2005) AASHTO Drainage Manual Volume 1 - Policy (2014) Highway Hydrology (FHWA Hydraulic Design Series No

Peak flow calculation method(s)
Rational Method, HEC-RAS, USGS regression equations

and ground cover, which is used in the Rational formula to determine the amount of a rainfall which is directed to streams and

Hydrologic/hydraulic software
HEC-RAS

No evidence cited

Approved BMP categories
Infiltration Basin, Extended Detention, Filter Strip, Detention Basin, Retention Basin

Infiltration Basin, Extended Detention, Filter Strip, Detention Basin